GEOTEXTILE BRIC, IN. WIDE BRIC NCHORGE TRENCH. BCKILL WITH TMPED NTURL SOIL LOW IN. MIN. T. MIN. LENGTH POST T T. MX. SPCING GEOTEXTILE BRIC PLSTIC ZIP TIES CORSE ILTER (0 LB. TENSILE) GGREGTE LOCTED IN TOP IN. IN. SEE OPTIONL METHOD DETIL MIN. IN. MIN. LOW T. MIN. POST EMBEDMENT IN. GEOTEXTILE BRIC MIN. OPTIONL METHOD GEOTEXTILE BRIC, IN. WIDE TIRE COMPCTION ZONE LOW MCHINE SLICE IN. - IN. DEPTH T. MIN. LENGTH POST T T. MX. SPCING PLSTIC ZIP TIES (0 LB. TENSILE) LOCTED IN TOP IN. LOW T. MIN. POST EMBEDMENT GEOTEXTILE BRIC, IN. WIDE STPLES (TYP.) BRIC NCHORGE TRENCH. BCKILL WITH TMPED NTURL SOIL IN. MIN. LOW T. MIN. LENGTH POST T T. MX. SPCING LOW IN. MIN. IN. MIN. POST EMBEDMENT SILT ENCE TYPE HI (HND INSTLLED) SILT ENCE TYPE MS (MCHINE SLICED) SILT ENCE TYPE P (PRESSEMBLED) RODWY SHOULDER UTURE BRIDGE RODWY SHOULDER UTURE BRIDGE RODWY SHOULDER UTURE BRIDGE EMBNKMENT SILT ENCE WRPPED ROUND TOE O EMBNKMENT TOE O BRIDGE END : TYP. EMBNKMENT SILT ENCE TO MEET SND BG BRRIER TOE O BRIDGE END : TYP. SND BG BRRIER T. HIGH DJCENT TO WTER COURSE. EXTEND 0 T. BCK ROM TOE O END. EMBNKMENT SILT ENCE TO MEET SHEETING TOE O EMBNKMENT OR WORK ROD END : TYP. TEMPORRY SHEETING DJCENT TO WTER COURSE. EXTEND 0 T. BCK ROM TOE O END. SILT ENCE ONLY SILT ENCE WITH SND BGS INSTLLTION T BRIDGE EMBNKMENT DJCENT TO WTER SILT ENCE WITH SHEETING SILT ENCE DISTRURBED SOIL, WORK RE DRINS TO STREM CONSTRUCTION LIMITS 90 ' MIN. WITH SILT ENCE SILT ENCE NER TOE O ND OUTSIDE O CONSTRUCTION LIMITS : TYPICL < RODWY 0-0% GRDE 90 MINIMUM POSSIBLE TURNING RDIUS = 0' (MY BE LRGER WITH LRGER EQUIPMENT) 900 LOCTION T TOE O RODWY EMBNKMENT 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn --0 CHIE ENVIRONMENTL OICER CONSTRUCTION LIMITS STREM BNK OR TOE O STREM BNK OR TOE O PLN VIEW PERSPECTIVE VIEW J-HOOK INSTLLTION O TRNSPORTTION STTE DESIGN ENGINEER SEE SPECS., 9 &. CORSE ILTER GGREGTE (SPEC. 9) SHLL BE INCIDENTL. TO PROTECT RES ROM SHEET LOW. MXIMUM CONTRIBUTING RE: CRE. TO PROTECT RES ROM SHEET LOW. MXIMUM CONTRIBUTING RE: 0. CRE. --0 WTER COURSE LOW VELOCITY: STNDING. CONTRIBUTING RE:./ CRE. WTER COURSE LOW VELOCITY: TO T./SEC. CONTRIBUTING RE:. CRE. WTER COURSE LOW VELOCITY: TO T./SEC. CONTRIBUTING RE: CRES. TEMPORRY SEDIMENT CONTROL SILT ENCE STNDRD PLN -9.0 S..P. 00--0 CP NO. - O SHEET NO. O SHEETS
LODING CSES UP TO 0 PS LIVE LOD SURCHRGE : ILL : ILL CSE IS OMITTED INTENTIONLLY 0 PS - LL SURCHRGE : D ILL : D ILL CSE CSE CSE NOTES TO CONTRCTOR: DEINITION O TERMS PPROVED COMBINTIONS O MODULR BLOCK UNIT ND SOIL REINORCEMENT PRODUCTS LIST WITH MBW REINORCEMENT CLSS NOTED RE HELD ND MBW = MODULR BLOCK MINTINED BY THE OUNDTIONS UNIT, ND POSTED T WLL hp://www.mrr.do.sae.mn.us/geoechnical/foundaions/foundaions.asp LL = LIVE LOD UNDER OUNDTIONS UNIT. ONLY PPROVED PRODUCT COMBINTIONS, INCLUDING BLOCK PRODUCED ROM PPROVED SOURCES MEETING DURBILITY ND C.I.P. = CST-IN-PLCE QULITY CONTROL REQUIREMENTS, MY BE USED IN STNDRD DESIGNS. H = WLL HEIGHT VERTICL PROVIDE DETILED DRWINGS OR CONSTRUCTION CONTINING: S = REINORCEMENT SPCING SUBMIT, WITH THE DETILED DRWINGS, COPY O Mn/DOT STNDRD SHEETS WIDTH O SOIL OR LODING CSE(S) USED WITH OPTIONS USED MRKED IN THE TBLE. REINORCEMENT REINORCEMENTS TO HORIZONTL COVERGE = ELEVTION VIEW WITH REINORCEMENT PLCEMENT REQUIREMENTS, WLL RTIO SPCING (00% CING LYOUT, ND GEOMETRIC INORMTION. TOP O WLL MY EXTEND COVERGE RTIO UP TO " BOVE PLN TOP O WLL ELEVTION. REQUIRED) PLN VIEW WITH BOTTOM ND TOP O WLL LIGNMENT, ND PLN LIMITS O WLL LIGNMENT. CROSS SECTIONS DETILING BTTER, REINORCEMENT, VERTICL SPCING, REINORCEMENT LENGTHS, SUBSURCE DRINGE, SURCE DRINGE, ND WTER RUNO COLLECTION BOVE WLL. REINORCEMENT LYOUT: REINORCEMENT SHLL BE PLCED T 00% COVERGE RTIO. REINORCEMENT ELEVTIONS SHLL BE CONSISTENT CROSS LENGTH O WLL STRUCTURE. NOTE BLOCK, REINORCEMENT, ND ILL PLCEMENT METHODS ND REQUIREMENTS. DESIGN CRITERI DESIGN CRITERI OLLOWS THE SHTO SPECIICTION OR HIGHWY BRIDGES (TH EDITION WITH 99 INTERIMS) EXCEPT OR THE DEVITIONS NOTED BELOW. DESIGN CRITERI RE IN CCORDNCE WITH Mn/DOT POLICY, S RECORDED IN THE Mn/DOT ROD DESIGN MNUL.. THE MINIMUM REINORCEMENT LENGTH IS T. OR 0.H, WHICHEVER IS GRETER. B. THE REINORCEMENT ILL RICTION NGLE IS. C. THE LLOWBLE CONNECTION LOD, T GIVEN NORML LOD, IS COMPUTED S THE ULTIMTE CONNECTION STRENGTH REDUCED BY SETY CTOR EQUL TO.0. D. THE LTERL ERTH PRESSURE COMPUTTION OR EXTERNL STBILITY CLCULTIONS USES N INTERCE NGLE SET EQUL TO THE RETINED BCKILL NGLE. E. THE LTERL ERTH PRESSURE COMPUTTION OR INTERNL STBILITY CLCULTIONS INCORPORTES THE EECTS O WLL CE BTTER. MINIMUM CTORS O SETY: OVERTURNING:.0 SLIDING:. ECCENTRICITY: < e L/ BERING CPCITY:. DEEP SETED STBILITY:. BERING:. SEE OUNDTION REPORT OR LLOWBLE SOIL BERING PRESSURE. B. CSES ND - LLOWBLE SOIL BERING CPCITY (ULTIMTE BERING CPCITY REDUCED BY SETY CTOR O.) O 000 PS IS REQUIRED OR WLLS UP TO 0 T. IN HEIGHT. OR WLLS GRETER THN 0 T. IN HEIGHT, THE REQUIRED LLOWBLE BERING CPCITY IS EQUL TO: 000 PS + (H-0)( PS) WITH H IN EET. C. CSE - LLOWBLE SOIL BERING CPCITY (ULTIMTE BERING CPCITY REDUCED BY SETY CTOR O.) O 00 PS IS REQUIRED OR WLLS UP TO 0 T. IN HEIGHT. OR WLLS GRETER THN 0 T. IN HEIGHT, THE REQUIRED LLOWBLE BERING CPCITY IS EQUL TO: 00 PS + (H-0)(0 PS) WITH H IN EET. REINORCED WLL ILL CHRCTERISTICS:. SELECT GRNULR MTERIL MODIIED OLLOWING SPEC. 9.B.. MODIICTION: SELECT GRNULR MTERIL MODIIED, OR SPECIL USE IN EMBNKMENT OR BCKILL CONSTRUCTION OR OTHER SPECIIED PURPOSES, MY BE NY PIT-RUN OR CRUSHER-RUN MTERIL THT IS GRDED ROM CORSE TO INE, SUCH THT 00% O THE MTERIL MUST PSS THE " SIEVE, ND THT THE RTIO O THE PORTION PSSING THE #00 SIEVE DIVIDED BY THE PORTION PSSING THE " SIEVE MY NOT EXCEED 0% BY MSS (THT IS: #00/" RTIO) B. INTERNL NGLE O RICTION ( r ) = C. COHESION (C) = 0 D. MOIST UNIT WEIGHT ( r ) = PS CORSE ILTER GGREGTE CHRCTERISTICS:. CORSE ILTER GGREGTE TO MEET SPEC. 9.H. INCIDENTL, NO DIRECT PYMENT WILL BE MDE. RETINED BCKILL CHRCTERISTICS:. INTERNL NGLE O RICTION ( b ) = 0 B. COHESION (C) = 0 C. MOIST UNIT WEIGHT ( b ) = 0 PS NOTES TO DESIGNER: HEIGHT ND LOCTION RESTRICTIONS OR ISSUES SUCH S REEZE-THW DURBILITY RE GOVERNED BY PPROPRITE TECHNICL MEMORNDUMS. CURRENT GOVERNING TECH. MEMO. NO.: -0-MT-0. IN DDITION TO THE STNDRD SHEETS, PLN ND RONT ELEVTION VIEWS O THE MODULR BLOCK RETINING WLLS SHLL BE INCLUDED IN THE PLNS. THE PLN VIEW MUST SHOW LIGNMENT BSELINE, LIMITS O BOTTOM O WLL LIGNMENT, ND LIMITS O TOP O WLL LIGNMENT S LIGNMENTS VRY WITH BTTER O WLL SYSTEM CTULLY SUPPLIED. THE RONT ELEVTION MUST IDENTIY BOTTOM ND TOP O WLL ELEVTIONS, EXISTING GRDES, ND INISHED GRDES. I THE WLL IS CURVED, THE RDIUS T THE BOTTOM ND THE TOP O ECH WLL SEGMENT ND THE P.C. ND P.T. STTION POINTS O O BSELINE ND LIMITS O BOTTOM ND TOP O WLL LIGNMENT MUST BE SHOWN. REERENCE STNDRD PLTES ND PROVIDE DETILS OR TRIC BRRIERS, CURB ND GUTTER, HNDRILS ND ENCING S REQUIRED BY PROJECT CONDITIONS. SEE SHTO ND Mn/DOT DESIGN MNULS, STNDRD PLTES ND DETILS OR REQUIREMENTS. SURCE DRINGE PTTERNS SHLL BE SHOWN IN THE PLN VIEW. PROVIDE DIMENSIONS OR WIDTH ND DEPTH O THE DRINGE SWLE S WELL S THE TYPE O IMPERVIOUS LINER MTERIL. SURCE WTER RUNO SHOULD BE COLLECTED BOVE ND DIVERTED ROUND WLL CE. DETIL LINES ND GRDES O THE INTERNL DRINGE COLLECTION PIPE. DETIL OR NOTE THE DESTINTION O INTERNL WLL DRINS S WELL S THE METHOD O TERMINTION (DYLIGHT END O PIPE OR CONNECTION INTO HYDRULIC STRUCTURE). THE SPCING OR DRIN PIPE OUTLET SHLL NOT BE MORE THN 0 T. SOT SOILS ND/OR HIGH WTER CONDITIONS (DEINED S GROUNDWTER WITHIN DEPTH EQUL TO THE WLL HEIGHT H) MY NOT BE SUITBLE OR PPLICTION O STNDRD DESIGNS ND REQUIRE SPECIL CONSIDERTION BY THE OUNDTIONS UNIT. STNDRD DESIGN CHRTS RE NOT PPLICBLE TO: PROJECT/SITES WHERE OUNDTION SOILS SHER STRENGTH ND/OR BERING CPCITY DO NOT MEET OR EXCEED VLUES USED IN THE DEVELOPMENT O STNDRD DESIGN CHRTS. PROJECTS WITH LRGE QUNTITY O CE RE WHERE PROJECT SPECIIC DESIGNS RE RECOMMENDED, S DEINED IN Mn/DOT ROD DESIGN MNUL. WHERE S IN RONT O WLL RE STEEPER THN :. WHERE MXIMUM WLL HEIGHT EXCEEDS T. WHERE WLLS RE TIERED. WLLS WITH NOISE WLLS. I USING CONCRETE RILING, INCLUDE STNDRD BRIDGE DETIL "CONCRETE RILING (TYPE )" IN PLN SET. PROVIDE PROJECT SPECIIC ESTHETIC REQUIREMENTS INCLUDING COLOR ND SCI SURCING IN THE SPECIL PROVISIONS. CHPTER 9 O THE Mn/DOT "ROD DESIGN MNUL" CONTINS GUIDELINES, TRIC SETY ND OTHER SPECTS. GENERL UTILITIES: EXISTING ND PROPOSED UTILITIES RE SHOWN IN THE GRDING PLNS. THE CONTRCTOR SHLL VERIY THE LOCTION O EXISTING CILITIES ND SHLL EXERCISE CRE IN DJCENT CONSTRUCTION. 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn DETIL LL WLL ILL PENETRTIONS ND WLL CE PENETRTIONS. DETIL REINORCEMENT ND/OR WLL CING UNIT PLCEMENT ROUND PENETRTIONS. DETILS THT RE SPECIIC TO VENDOR PRODUCTS ND THEIR INTERCTION WITH OTHER PROJECT COMPONENTS. LIST INORMTION ON PPROVED COMBINTION O MBW UNIT ND GEOSYNTHETIC REINORCEMENT, INCLUDING Mn/DOT CLSSIICTION CODE, NOMINL BLOCK WIDTH, PROPERTIES OR IELD IDENTIICTION, ND INSTLLTION INSTRUCTIONS. DETILS O CP UNITS ND INSTLLTION/STENING INSTRUCTIONS OR THE CPS. CP UNITS SHLL BE SET IN BED O DHESIVE DESIGNED TO WITHSTND MOISTURE ND TEMPERTURE EXTREMES, REMIN LEXIBLE, ND SHLL BE SPECIICLLY ORMULTED OR BONDING MSONRY TO MSONRY. CERTIICTION BY PROESSIONL ENGINEER THT THE CONSTRUCTION LYOUT MEETS THE REQUIREMENTS O PLNS ND Mn/DOT MSEW STNDRDS. DEVITION ROM STNDRD DESIGN TBLES RE PERMITTED BY VLUE ENGINEERING SUBMITTL ONLY ON PROJECTS WITH OVER 000 SQ. T. O WLL. DECEMBER, 0 PY ITEM OR MBW WLLS SHLL BE. STRUCTURL CONCRETE () --0 DIRECTOR, OICE O MTERILS ND ROD RESERCH STTE DESIGN ENGINEER VERTICL CE RE O MODULR BLOCK S MESURED ROM PLN TOP O WLL TO T. BELOW INISHED GRDE T BOTTOM O WLL. OUNDTION SOILS CHRCTERISTICS:. INTERNL NGLE O RICTION ( f ) = 0 B. COHESION (C) = 0 C. UNIT WEIGHT ( ) = 0 PS f TYPE I GEOTEXTILE BRIC SELECT GRNULR MTERIL MODIIED (CV) MODULR BLOCK RETINING WLL MINNESOT O TRNSPORTTION UNIT SQ. YD. CU. YD. CU. YD. " TP PIPE DRIN LIN. T. " PER TP PIPE DRIN LL WORK TO BE PERORMED OR CONSTRUCTION O MODULR BLOCK WLLS TO BE PID S "MODULR BLOCK RETINING WLL" BY THE SQURE YRD. ESTIMTED QUNTITIES OR MODULR BLOCK WLLS SQ. YD. LIN. T. QUNTITY GEOGRID WLL REINORCEMENT SQ. YD. 0 EXCVTION ND ERTHWORK: LL EXCVTION ND EMBNKMENT WORK SHLL CONORM TO Mn/DOT. CST-IN-PLCE CONCRETE: LL CONCRETE SHLL CONORM TO Mn/DOT, EXCEPT S NOTED. CONSTRUCTION: CONSTRUCTION SHLL BE IN CCORDNCE WITH Mn/DOT, EXCEPT S NOTED. GEOMETRICS ND GRDES: DT OR BSELINE GEOMETRY IS TBULTED OR WLL LIGNMENT, SEE LYOUT SHEETS. WLL LIGNMENT REERENCE IS LONG RONT CE O WLL. THE ILL CONVENTION O VERTICL TO HORIZONTL IS USED IN THIS PLN. COMPCTION REQUIREMENTS: COMPCT REINORCED WLL ILL IN CCORDNCE WITH Mn/DOT SPEC. 0. UNLESS RECOMMENDED OTHERWISE BY THE SOILS ENGINEER. MODULR BLOCK RETINING WLL GENERL NOTES STNDRD PLN -9.0 S..P. 00--0 CP NO. - O SHEET NO. O SHEETS
MODULR BLOCK WLL REINORCEMENT LYOUT CSE - LEVEL BCKILL WITH 0 PS SURCHRGE INSTRUCTIONS TO CONTRCTOR: MBW REINORCEMENT CLSS STRENGTH O SOIL REIN. (PL) LG. TERM DESIGN (T al) (T a) MINIMUM REINORCEMENT LENGTH, L (T.) MXIMUM WLL HEIGHT (T.) WLL NOMINL BTTER RNGE MXIMUM BLOCK (DEGREES) UNREINORCED WIDTH WLL HT, (IN.) < (IN.) 0 ZONE ZONE ZONE H SMX H S H S MX MX (T.) (IN.) (T.) (IN.) (T.) (IN.).9. USE S MNY ZONES S WLL HEIGHT REQUIRES, STRTING WITH ZONE ND DDING DDITIONL ZONES TO THE BOTTOM O THE WLL S NEEDED TO MKE UP THE TOTL WLL HEIGHT (H) NEEDED. REINORCEMENT CLSS, NOMINL BLOCK WIDTH ND WLL BTTER RE GENERLLY THE CONTRCTOR'S OPTION TO SELECT ROM Mn/DOT PPROVED PRODUCTS LISTS LOCTED T www.mrr.do.sae.mn.us/geoechnical/foundaions/foundaions.asp. 0 9... 0. MBW-00 00 00 0. H.0 0 0.0.9.0. 0.9.9..9. 0.. 0.0 MBW-00 00 0. H.0.0 0.0 0.0 0.9.9. CP UNIT WY ROM WLL " (MIN.) 0.. 0 9.. 0 9.. MBW-00 00 00 0. H.0 0.0.0 0.0 0.0 0... 0.. 0 9.. 0 9.. CORSE ILTER GGREGTE, SPEC. 9.H TYP. GEOSYNTHETIC REINORCEMENT LYER. SEE CHRT OR LYOUT. SMX '-0" (MIN.) SELECT GRNULR BORROW MODIIED, SPEC. 9.B H ZONE NOTES TO CONTRCTOR: REINORCED WLL ILL r r < 0.(S MX + S MX ) H OR T. MINIMUM, WHICHEVER IS GRETER. WIDTH - S MESURED ROM RONT TO BCK CE O BLOCK UNIT. MXIMUM DISTNCE ROM TOP O WLL TO IRST REINORCEMENT LYER. UNREINORCED WLLS RE NOT INCLUDED IN THIS STNDRD BUT MY BE CONSTRUCTED UP TO T LEST THE HEIGHT GIVEN IN THE TBLE OR GIVEN NOMINL BLOCK WIDTH ND THE SPECIIED ILL MTERILS CONTINED IN THIS STNDRD. PY LIMITS O STRUCTURL EXCVTION. CTUL EXCVTION IS DETERMINED BY OSH REGULTIONS ND IN-SITU SOILS; EXCVTION BEYOND "LIMITS O STRUCTURL EXCVTION" T CONTRCTOR'S EXPENSE. THE WRP LENGTH OR GEOTEXTILE BRIC SHLL NOT BE MORE THN ". INSPECT EXCVTION S OR CTIVE SEEPGE ND PLCE DDITIONL DRINS WHERE SEEPGE OCCURS S DIRECTED BY THE ENGINEER. PLCE DRIN T BOTTOM O REINORCED SOIL I PIPE CN BE D TO OUTLET. DO NOT OUTLET ONTO SIDEWLK. '-0" (MIN.) CORSE ILTER GGREGTE, (MIN. WIDTH O " OR " BLOCK ND 0" OR " BLOCK). CENTER BLOCKS ON PD. I PIPE T THIS ELEVTION CNNOT BE D TO DRIN, OMIT DRIN ND NOT TO SCLE USE "CONCRETE PD WITHOUT DRIN" DETIL. OPTIONL " LEN MIX BCKILL, SPEC. 0. TYPE I GEOTEXTILE BRIC (OVERLP ENDS O BRIC BENETH LEN MIX BCKILL) OPTIONL CONCRETE LEVELING PD WLL BTTER (ROM TBLE) VRIES : OR '-0" LTTER (MIN.) '-0" (MIN.) '-0" (MIN.) SMX TYPE I GEOTEXTILE BRIC (TYP.) SMX 9 RETINED BCKILL b b < 0.(S MX + S MX) 9 < S MX, BLOCK HEIGHT MINIMUM 0 H ZONE H ZONE 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn 9 " THERMOPLSTIC PERORTED PIPE, SPEC., WRP WITH TYPE I GEOTEXTILE, SPEC. (TYP.) INSTLLTION S PER SPEC. 0, WITH PRECST CONCRETE HED WLL T OUTLET. 0 S MX= 0. S MX I THE WLL HEIGHT IS WITHIN ZONE. S MX= 0. S MX I THE WLL HEIGHT IS WITHIN ZONE. S MX= 0. S MX I THE WLL HEIGHT IS WITHIN ZONE. THE REINORCED WLL ILL DRIN MY BE CONNECTED INTO OOTING DRIN, INSTED O OUT LETTING THROUGH THE WLL, I CPCITY IS DEQUTE TO TRNSMIT THE LOW. --0 O LEVELING PD '-0" (MIN.) '-0" (MIN.) CONCRETE PD, (MIN. WIDTH O " OR " BLOCK ND 0" OR " BLOCK). CENTER BLOCKS ON PD. CONCRETE PD WITHOUT DRIN NOT TO SCLE TOP O CONCRETE (MIX. NO. ) L ELEVTION TO MTCH OTHER TYPE(S) MINNESOT O TRNSPORTTION OUNDTION SOIL TYPE I f f GEOTEXTILE BRIC CORSE ILTER GGREGTE, (MIN. WIDTH O " OR " BLOCK ND 0" OR " BLOCK). CENTER BLOCKS ON PD. TYPICL SECTION CSE NOT TO SCLE --0 DIRECTOR, OICE O MTERILS ND ROD RESERCH STTE DESIGN ENGINEER MODULR BLOCK RETINING WLL SOIL REINORCEMENT OR LEVEL ILL, CSE STNDRD PLN -9. S..P. 00--0 CP NO. - O SHEET NO. O SHEETS
CORRECT ORIENTTION O GEOSYNTHETIC TO OBTIN PROPER STRENGTH SHLL BE DETILED ON CONTRCTOR DRWINGS. DJCENT WIDTHS O REINORCEMENT SHLL BE EXTENDED S NECESSRY ND NOT PLCED DIRECTLY ON TOP O ECH OTHER. '-" (MIN.) SEE STNDRD PLTES 0 ND OR STEEL PLTE BEM GURDRIL DETILS MINIMUM O " O SOIL ILL IS REQUIRED BETWEEN OVERLPPING REINORCEMENT OR PROPER NCHORGE SEE STNDRD PLTES OR ENCE OR PIPE RILING DETILS " (MX.) CURB HEIGHT GUTTER LINE '-" (MIN.) '-0" (MX.) REINORCEMENT IS TO BE PLCED ON LEVEL STGGER REINORCEMENT BY ONE BLOCK HEIGHT. REINORCEMENTS SHLL NOT BE PLCED DIRECTLY ON TOP O ECH OTHER. BCKILL ND EXTENDED TO RONT CE O OVERLYING BLOCKS. PLCE NEXT UNIT. PULL REINORCEMENT TUT ND BCKILL S REQUIRED. CUT REINORCEMENT T POST HOLES REINORCEMENT PLCEMENT ROUND CURVES ND CORNERS REINORCEMENT PLCEMENT BETWEEN BLOCK UNITS POST DETIL TYPICL HNDRIL ND/OR ENCE POST STEEL PLTE BEM GURDRIL DETIL OPTION : " CONCRETE OPTION B: " CLY OR CLY LOM, TOPSOIL ND SOD. OPTION C: IMPERVIOUS 0 mil OR THICKER GEOMEMBRNE, TOPSOIL ND SOD WITH NO STKES THROUGH GEOMEMBRNE. X.H SEE STNDRD PLTES 0 ND OR STEEL PLTE BEM GURDRIL DETILS Y DIMENSIONS TO BE DETERMINED BY DESIGN ENGINEER BSED ON SITE REQUIREMENTS. X = Y = " (MX.) CURB HEIGHT GUTTER LINE TYPICL DRIN SWLE DETIL SEE PLN VIEW OR SURCE DRINGE PTTERNS. H > '-0" TYPE I GEOTEXTILE " (MIN.) ECH SURCE " BITUMINOUS ELT OR EQUL C.I.P. WLL USE CUTION WHEN PLCING CURB WITH GURDRIL. CURBS DVERSELY 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn RONT CE O RETINING WLL --0 (DT SHLL BE LESS THN 000) STEEL PLTE BEM GURDRIL SHOWN. " (MIN.) " (MIN.) " (MIN.) (OPTIONL) (OPTIONL) CONNECTION DETIL T JUNCTURE O MSEW ND C.I.P. STRUCTURE STEEL PLTE BEM GURDRIL DETIL --0 DIRECTOR, OICE O MTERILS ND ROD RESERCH STTE DESIGN ENGINEER MINNESOT O TRNSPORTTION ECT THE PERORMNCE O THE GURDRIL. GENERLLY PLCE CURB DIRECTLY BELOW GURDRIL. SEE PLNS OR REER TO STNDRD PLN -9.0 (). OR CURB LOCTIONS ON NCHRP REPORT NO. 0 PPROVED BRIDGE TRNSITIONS, SEE STNDRD PLNS -9.0,.0,.0 ETC.. MODULR BLOCK RETINING WLL DETILS STNDRD PLN -9. S..P. 00--0 CP NO. - O SHEET NO. O SHEETS
.% 9.0' PR.% 9.0' PR IN NO CSE SHLL SIDEWLK PROILES EXCEED.0%, EXCEPT SIDEWLK PROILES CN MTCH RODWY GRDE I RODWY GRDE IS GRETER THN.0%. RMPS OR DRIVEWYS RE REQUIRED TO OLLOW THE BOVE SIDEWLK CRITERI. NON-WLKBLE SURCE NON-WLKBLE SURCE WLKBLE SURCE 0 0 WLKBLE SURCE CONTRCTION S SHLL BE CONSTRUCTED LONG LL GRDE BREKS WITHIN THE PEDESTRIN CCESS ROUTE (PR). /" DEEP VISUL S SHLL BE USED T THE TOPS O CONCRETE LRES DJCENT TO WLKBLE SURCES. " " 0" 0" " " DRIVEWY TYPES ROM MOST PREERRED TO LEST PREERRED RE S OLLOWS: PERPENDICULR, TIERED PERPENDICULR, TIERED PERPENDICULR OSET & PRLLEL. " 0" 0" " TO BE USED WHEN THE DRIVEWY PR IS LEVEL WITH OR BOVE THE TOP O CURB, RESULTING IN CONTINUOUS PR PROILE. TIERED PERPENDICULR OSET DRIVEWY TO BE USED WHEN THE DRIVEWY PR IS BELOW THE RODWY CURB HEIGHT. THIS DRIVEWY TYPE CN BE USED OR BOTH PVED (S SHOWN) ND GRSS BOULEVRDS. PERPENDICULR DRIVEWY SHOULD BE USED OR NEGTIVE D DRIVEWYS. DW CURB TYPE CURB SHOULD BE USED TO RISE PR BOVE GUTTER ND REDUCE "ROLLER COSTER" EECT. " HIGH RODWY CURB SHOULD BE USED TO REDUCE "ROLLER COSTER" EECT ESPECILLY WHEN MULTIPLE DRIVEWYS RE PRESENT. B TOP O CURB SHLL MTCH PROPOSED DJCENT WLK GRDE. % MX. PREERRED, 0% MX. OR COMMERCIL ND % MX. OR RESIDENTIL. SEE GENERL NOTES ON SHEET OR MORE INORMTION. % MX. PREERRED, SEE SHEET OR MORE INORMTION..% 9.0' PR.% 9.0' MIN. : MIN. : PREERRED OR DRIVEWY RETROIT PROJECTS. :0 PREERRED OR SIDEWLK REPLCEMENT PROJECTS..0' MIN. PR WIDTH IS THE STNDRD THROUGH DRIVEWYS. I ESIBLE " 0" 0" " WIDEN DRIVEWY PR WIDTH TO MTCH PPROCHING SIDEWLK PR WIDTHS. IN VERTICLLY CONSTRINED RES PR WIDTHS CN INCREMENTLLY BE REDUCED TO.' OR ' MIN TER LL OTHER OPTIONS HVE BEEN PPLIED. 9 THE PEDESTRIN CCESS ROUTE, MY NOT EXCEED 0.0 T./T. S CONSTRUCTED. " " 0" 0" " " B 0 SIDEWLK OSET TO BE LESS THN OR EQUL TO HL PRLLEL DRIVEWY THE PPROCHING SIDEWLK WIDTH. VLLEY GUTTER PRON TO BE POURED INTEGRL WITH THE TIERED PERPENDICULR DRIVEWY CURB ND GUTTER. SEE SHEET OR MORE INORMTION. SEE SHEET OR CURB TYPE INORMTION..' MINIMUM ' PREERRED (" HIGH CURB) ' PREERRED (" HIGH CURB).0' C "-" PRON PR TIE-IN.% 9.0' PR SECTION - MTCH INPLCE DRIVEWY MTERIL " " 0" 0" " ".0' MIN VLLEY GUTTER DRIVEWY C 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn "-" JNURY, 0 OPERTIONS ENGINEER PR SECTION B-B TIE-IN MTCH INPLCE DRIVEWY MTERIL GUTTER PN CURB PRON MINNESOT O TRNSPORTTION.0' PR SECTION C-C STTE DESIGN ENGINEER TIE-IN MTCH INPLCE DRIVEWY MTERIL --0 X" LEGEND INDICTES DRIVEWY RMP - SHLL BE GRETER THN.0% ND LESS THN.0% IN THE DIRECTION SHOWN ND CROSS SHLL NOT EXCEED.0% CURB HEIGHT (INCHES) DRIVEWY ND SIDEWLK DETILS STNDRD PLN -9. S..P. 00--0 CP NO. - O SHEET NO. O SHEETS
GUTTER CE LOW LINE CURB BCK GUTTER CE LOW LINE CURB BCK " GUTTER CE LOW LINE CURB BCK % % %."." " " DW CURB STNDRD DW CURB TYPE DW CURB TYPE STNDRD CURB T DRIVEWY VERTICLLY CONSTRINED VERTICLLY CONSTRINED L L L CURB BCK L L CURB BCK LOW LINE E S E S E S E LOW LINE E S E S E E SECTION B-B E SECTION - (REER TO PREVIOUS SHEET) LOW LINE CURB BCK E L S E L S E (REER TO PREVIOUS SHEET) E SECTION C-C (REER TO PREVIOUS SHEET) DRIVEWYTBULTION DRIVEWY CURB STTION SIDE E E TYPE TYPE L S L S L S E E T % T % T % EXISTING % E COMMENTS DW CURB STNDRD SHLL BE USED WHEN THE DRIVEWY CTS S GUTTER CE % LOW LINE CURB BCK " GUTTER CE % LOW LINE CURB BCK " PEDESTRIN RMP. THE MX. PRON MUST DHERE TO D CRITERI S WELL. DW CURB STNDRD SHOULD BE USED I THERE IS ON STREET PRKING. WHERE RODWY DRINGE IS CONCERN (NEGTIVE D PRON) DW CURB TYPE CN BE USED TO HELP KEEP THE WTER ON PUBLIC RIGHT O WY. S % MX PREERRED, 0% MX. COMMERCIL ND % MX. RESIDENTIL. I EXISTING GRDES RE STEEPER DO NOT MKE GRDES PPRECIBLY WORSE BY USING BEST PRCTICES SUCH S DRIVEWY CURB HEIGHTS, EXTENDING L ND/ OR STEEPEN S. 0::9 M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn JNURY, 0 OPERTIONS ENGINEER VG 0 0" VLLEY GUTTER CURB OTHER CURB HEIGHTS & CURB PRON LENGTHS CN BE USED VG MINNESOT O TRNSPORTTION " STTE DESIGN ENGINEER --0 DW CURB TYPE SHLL ONLY BE USED IN EXTREME TIE-IN CSES. S % MX PREERRED, I THIS IS EXCEEDED OR IS CONTINUED OR MORE THN ' NLYZE THE NEED OR VERTICL CURVE(S). SEE ROD DESIGN MNUL, CHPTER, OR GEOMETRIC DESIGNS O DRIVEWYS. EXMPLE SHOWN TO BE INCLUDED IN PLN OR ECH DRIVEWY. SHOULD BE DESIGNED T.%. DW CURB STNDRD SHLL BE THE STRTING POINT OR LL PERPENDICULR ND TIERED DRIVEWYS. DW CURB TYPES ND SHLL ONLY BE USED TER UTILIZING BEST PRCTICES SUCH S MXIMIZING S, S, ND L. DRIVEWY ND SIDEWLK DETILS STNDRD PLN -9. S..P. 00--0 CP NO. - O SHEET NO. O SHEETS
IN. WLK T TIERED PERPENDICULR DRIVEWY PRLLEL DRIVEWY TIERED PERPENDICULR OSET DRIVEWY " CONCRETE WLK " MINIMUM CLSS GGREGTE BSE QUDRNTS 0 SECTION THRU CURB RMP 0 PLN 0.0 T./T. TYPICL TOWRD RODWY /'' R. (TYP.) IN. " WLK WIDTH SECTION THRU WLK PERPENDICULR DRIVEWY IN. PV'T. RESIDENTIL ENTRNCE C & G GRSS BLVD. ' 0'.0 T. < ENTRNCE 0.0 T./T. /'' R. DRIVEWY PVEMENT LENGTH VRIES.0 T. 0.0 T./T. /'' R. IN. WLK PRIVTE WLK ' HL PLN PERSPECTIVE PERPENDICULR DRIVEWYS WITH GRSS BOULEVRDS SECTION - SECTION THRU DRIVEWY TO MINIMIZE SIDEWLK "ROLLER COSTER" EECT IT IS DESIRBLE TO KEEP THE PR ELEVTION CONTINUOUS OR T LEST IN THE UPPER HL O CURB HEIGHT. " HIGH CURB SHOULD BE USED PERPENDICULR DRIVEWY IN. PVEMENT COMMERCIL/LLEY ENTRNCE SIDEWLK/PVED BLVD. /" DEPTH.0 T. < ENTRNCE INSTED O " HIGH CURB TO HELP THIS PROBLEM WHEN PPLICBLE. " HIGH DJCENT CURB IS PREERRED WHEN BOULEVRDS ' OR LESS RE PRESENT MESURED ROM THE BCK O CURB. WHEN THE DRIVEWY IS SLOPING DOWN ROM THE RODWY (NEGTIVE) " HIGH DJCENT CURB SHOULD LSO BE USED. SEE ROD DESIGN MNUL, CHPTER, OR GEOMETRIC DESIGN O DRIVEWYS. / IN. PREORMED ILLER MTERIL PER MnDOT SPEC. 0, EXCEPT T GRSS BOULEVRDS. TRNSITION DRIVEWY THICKNESS TO WLK THICKNESS. C & G TRNSITION CURB RMP THICKNESS TO WLK THICKNESS. MTCH INPLCE DRIVEWY WIDTH, MTERIL TYPE ND THICKNESS. TIE ONLY I DJCENT SECTIONS RE NOT POURED MONOLITHICLLY. SEE SECTION -. ORM CONTRCTION S NEEDED TO PRODUCE PPROXIMTELY 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn JNURY, 0 OPERTIONS ENGINEER 9 HL PLN PERSPECTIVE PERPENDICULR DRIVEWYS WITH CONCRETE BOULEVRDS ND LL TIERED DRIVEWYS MINNESOT O TRNSPORTTION 9 STTE DESIGN ENGINEER SQURE PNELS (MXIMUM WIDTH T. BETWEEN S)..0' MIN. PR WIDTH IS THE STNDRD THROUGH DRIVEWYS. I ESIBLE WIDEN DRIVEWY PR WIDTH TO MTCH PPROCHING SIDEWLK PR WIDTHS. IN VERTICLLY CONSTRINED RES PR WIDTHS CN INCREMENTLLY BE REDUCED TO.' OR ' MIN TER LL OTHER OPTIONS HVE BEEN PPLIED. THE PEDESTRIN CCESS ROUTE CROSS-, SHLL NOT EXCEED 0.0 T./T. S CONSTRUCTED. % TO 0% LRES SHLL BE USED WHEN DJCENT TO WLKBLE SURCES ND OR LL TIERED DRIVEWYS WITH GRSS BOULEVRDS. 0 :0 MIN. SIDEWLK OSET TPER REQUIRED OR SIDEWLK REPLCEMENT PROJECTS. : MIN. ND : MIN. PREERRED SIDEWLK OSET TPER OR DRIVEWY REPLCEMENT. LNDING REQUIRED, SEE NEXT SHEET OR MORE INORMTION. --0 DRIVEWY ND SIDEWLK DETILS STNDRD PLN -9. S..P. 00--0 CP NO. - O SHEET NO. O SHEETS
SIDEWLK PR PROILE LNDING SIDEWLK PR PROILE CE O BUILDING MX % LONGITUDINL (POSITIVE OR NEGTIVE) MX % CROSS MX % LONGITUDINL (POSITIVE OR NEGTIVE) SEL WITH PPROVED "CLER OR GREY IN COLOR" SILICONE /" RDIUS /" PREORMED MTERIL SECTION VIEW B-B LTCH SIDE O DOOR DOORWY HINGE SIDE O DOOR " OR " CONCRETE WLK BUILDING SEL (INCIDENTL) CE O BUILDING (BOVE DOORWY) MIN. ' OR MTCH PR WIDTH (WHICHEVER IS GRETER) B B WLK TO MEET DOORWY CURB BCK PVED BOULEVRD CE O BUILDING.% ' LUSH WITH BOTTOM O DOORWY THRESHOLD " CONCRETE WLK DOORWY WIDTH + PLN VIEW DOORWY " WLK.% DOORWY DOWNTOWN SIDEWLK TYPICL SECTION DOORWY THRESHOLD LNDING RE BUILDING CE BUILDING LCOVE SECTION VIEW - OUNDTION IELD DJUST SIDEWLK PROILES TO MEET LL DOORWY THRESHOLDS. SIDEWLK MUST MINTIN POSITIVE DRINGE WY ROM THE BUILDING TO THE RODWY. 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn MIN. ' OR MTCH PR WIDTH (WHICHEVER IS GRETER) ' MIN. CENTERED ON DOORWY PLN VIEW DOORWY WITH LCOVE JNURY, 0 OPERTIONS ENGINEER SIDEWLK LNDING REQUIREMENTS MINNESOT O TRNSPORTTION STTE DESIGN ENGINEER SEE SPECIL PROVISIONS OR SILICONE SPECIICTIONS. LNDING CRITERI IS REQUIRED OR LL DOORS, PRIVTE WLKS ND STEPS. " MIN. WHEN DOOR SWINGS OUTWRD ROM BUILDING. " MIN WHEN DOOR SWINGS INWRD ROM BUILDING. ' MIN. PR REQUIRED WHEN DJCENT TO BUILDINGS. / PR TO / BOULEVRD SHOULD BE USED WHEN ESIBLE. %-% OR THE MJORITY O THE BLOCK, WITH EXCEPTIONS UP TO % IN CONSTRINED RES. 0% MX. OR SHORT SECTIONS LLOWED TO CCOUNT OR IELD TOLERNCES. URNISH ND INSTLL BCKER ROD O PPROPRITE DIMETER. TO MINIMIZE VIBRTION ND ROLLING RESISTNCE, RE SHOULD BE REE O PVERS, STMPED CONCRETE, ND/OR EXCESSIVE ING. % MX. PER BUILDING CODE. I GRETER THN %, LTTEN S ESIBLE. --0 LEGEND LNDING - LL S TO BE LESS THN % OPTIONL ESTHETIC TRETMENT DRIVEWY ND SIDEWLK DETILS STNDRD PLN -9. S..P. 00--0 CP NO. - O SHEET NO. O SHEETS
DIRECTION O TRIC DIRECTION O TRIC.0'.0'.0'.0' EDGE O PVEMENT B EDGE O PVEMENT C CONCRETE SHOULDER ' MXIMUM LTU, LKTU, OR LTU LTU, LKTU, OR LTU W ' OR ' TYPICL '' MIN. NO. TIE BRS T ' SPCING OR 0-/'' NO. TIE BRS T ' SPCING OR 0-/'' LTU < DOWEL BR SSEMBLIES SEE STNDRD PLN -9. OR DOWEL BR DIMETER CU-D EDGE O PVEMENT B '' MIN. CU-D LTU ' ' ' < '' MIN. LTU NO. TIE BRS T ' SPCING OR 0-/'' NO. TIE BRS T ' SPCING OR 0-/'' LKTU OR LTU DOWEL BR SSEMBLIES SEE STNDRD PLN -9. OR DOWEL BR DIMETER CU-D '' MIN. CU-D LTU LKTU OR LTU MINLINE PVEMENT WITH INSIDE CONCRETE SHOULDER DOWELED EDGE O PVEMENT C ' 0'' MX CONCRETE SHOULDER LTU, ' 0'' ' 0'' ' '' < ' 0'' ( DRIVERS RIGHT ) ' 0'' ' '' LNE DIVIDED - ' WIDE WY TRIC - ' WIDE WY TRIC - ' WIDE MINLINE PVEMENT URBN DOWELED LKTU, OR LTU LTU /'' R. TIE BR / ` '' TIE BR / ` '' ' 0'' < ' 0" ' 0" SECTION B-B LTU LKTU OR LTU /'' R. 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn9.dgn GENERL SEE TYPICL SECTIONS ND PLN SHEETS OR CROSS S ND PVEMENT THICKNESS,. DOWEL BR SSEMBLIES, WHEN REQUIRED, SHLL BE SIMILR TO THOSE SHOWN ON STNDRD PLTE 0. LL REINORCING BRS SHLL BE EPOXY COTED ND COMPLY WITH SPEC. 0. OR SUPPLEMENTL PVEMENT REINORCEMENT, SEE STNDRD PLTE 00. TIE BR / ` '' TIE BR / ` '' CONTCT THE CONCRETE ENGINEER TO DISCUSS WHETHER TIE BRS ND SWED S RE NEEDED BSED ON CONCRETE SHOULDER WIDTH ND DEPTH. MINNESOT O TRNSPORTTION SECTION C-C CONCRETE MINLINE PVEMENT.0 T. PNEL LENGTH URBN OR CONCRETE SHOULDERS STNDRD PLN -9. EBRURY, 0 --0 STTE DESIGN ENGINEER S..P. 00--0 SHEET NO. 9 DIRECTOR, OICE O MTERILS ND ROD RESERCH CP NO. - O O SHEETS
SEE DETIL OR B CU & CH SEE DETIL C, D, OR E CP, CS, CH SEE DETIL OR B / DOWEL BR SSEMBLY CU-D & CH-D SEE DETIL C, D, OR E / DOWEL BR SSEMBLY CP-D, CS-D, CH-D WITHOUT DOWELS WITH DOWELS LEGEND DETIL SELER SPEC. CU CU-D UNSELED CH CH-D B CP CP-D C CS CH & SELER SPEC. TBLE REERENCE CONTRCTION REERENCE, DETIL CS-D CH-D D E C = CONTRCTION NO. = REERENCE U = UNSELED H = HOT POURED P = PREORMED S = SILICONE -D = DOWEL BRS EXMPLE CH-D WIDTH /" /" /" /" /" / '' PREORMED ILLER EH-D (W/DOWELS) /'' SELER /'' DOWEL BR SSEMBLY EH (W/O DOWELS) DETIL '' SELER EXPNSION REERENCE, DETIL & SELER SPEC. TBLE REERENCE WITHOUT WITH DOWELS DOWELS EH EH-D EH EH-D EH EH-D EH LEGEND E = EXPNSION NO. = REERENCE H = HOT POURED -D = DOWEL BRS SELER WIDTH DETIL SPEC. /" B " C " D " STNDRD " PLN - 9.9 EXMPLE EH-D '' DOWEL BR SSEMBLY PREORMED ILLER /'' /'' /'' / "` /" DOWEL BR DIMETER TBLE / SELER PVEMENT DOWEL BR THICKNESS DIMETER SELER SEE PREORMED ELSTOMERIC TYPE DETIL LESS THN " NONE " - /" " - /" " OR NONE " " - 0" /" '' PREORMED ILLER EH-D EH ( W/DOWELS ) ( W/O DOWELS ) SECTION THRU CURB /'' 0 /" ND GRETER /" DETIL B DETIL DETIL B DETIL C SWED & UNSELED INL SW CUT /'' /'' X -/'' /'' SWED & SELED SWED ND SELED /'' ( + /", - /") TOP O SELER BELOW /'' PVEMENT SURCE SEE STNDRD PLTE 0 OR DOWEL BR SSEMBLY. SEE STNDRD PLTE 0 OR CONSTRUCTION O HEDER S. WIDTH TOLERNCE IS + /" TO - /" URNISH ND INSTLL LL SELER IN CCORDNCE WITH THE MNUCTURER'S RECOMMENDTIONS. TOP O CURB TOP O PVEMENT '' '' SELER SELER PREORMED / '' '' SELER DOWEL BR SSEMBLY SELER BCKER ROD MUST BE /'' WIDER THN /'' /'' /'' /'' /'' /'' SELER /" BCKER ROD MUST BE /" WIDER THN SEE STNDRD PLNS -9. ND -9.9, OR CONCRETE MINLINE/RMP PVEMENT. SEE PVING LYOUTS IN THE PLNS OR CLSS DESIGNTION TO BE USED ND SPECIL REINORCEMENT REQUIRED. DEPTH SHLL BE: OR CONCRETE OVERLYS - / THE PVEMENT THICKNESS OR CONCRETE PVEMENT - / THE PVEMENT THICKNESS SEE CONTRCTION SELER DETIL. '' EH ( W/O DOWELS ) PREORMED ILLER ILLER DETIL C SECTION THRU CURB '' EH-D ( W/DOWELS ) ILLER DETIL D PREORMED WHEN USING PREORMED SELER, THE DEPTH DETIL D SWED ND SELED DETIL E SWED ND SELED SHLL BE /'' MORE THN THE PREORMED SELER, WHEN COMPRESSED, TO IT THE DESIGN WIDTH. "a" DIMENSION SHLL PPLY T NY POINT THROUGHOUT "c" DEPTH. SHRP INTERNL CORNERS WILL NOT BE SPCE ROM END O DOWEL BR TO END O SLEEVE TO BE EQUL TO EXPNSION WITDH (" MIN.) 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_spn0.dgn REQUIRED DIMENSIONS TYPE TRNSVERSE NOMINL SELER SIZE a b c d --0 /'' USE IN LL /'' S 0.9'' + 0.'' - 0.0'' 0.0'' 0.0'' 0.'' MIN. 0.'' MIN. d c a b SPEC. REERENCE b TYPICL SHPE OR STISCTORY INSTLLTION IN ( CELL MIN. ) PREORMED ELSTOMERIC TYPE DETIL CONTRCTION S DESIGN C DIRECTOR, OICE O MTERILS ND ROD RESERCH PERMITTED. LL CORNERS SHLL BE PROVIDED WITH SUITBLE ILLET. WHEN SELING, THE CES SHLL BE CLENED ND DRIED BY SNDBLSTING ND IR BLSTING. PRIOR TO SELING THE, /" DI. CELL BCKER ROD SHLL BE PLCED SUCH THT THE TOP O THE BCKER ROD IS /"BELOW THE SURCE O THE PVEMENT. NON SEL-LEVELING SILICONE SHLL BE TOOLED INTO THE MINTINING SEL ND BED THICKNESS O /". PRIOR TO SELING THE, /" DI. CELL BCKER ROD CPBLE O WITHSTNDING SELNT TEMPERTURES O 00 DEGREES. SHLL BE PLCED /" BELOW THE TOP O PVEMENT. MINNESOT O TRNSPORTTION STTE DESIGN ENGINEER DOWEL BR TUBE DOWEL SLEEVE DOWEL BR SLEEVE DETIL --0 PREORMED ILLER MTERIL, SPEC. 0. OR DOWEL BR SSEMBLY, SEE STNDRD PLTE 0. SELER SPEC.. THE CES SHLL BE CLENED ND DRIED BY SNDBLSTING ND IR BLSTING. TOP O SELER, LUSH TO /" BELOW TOP O PVEMENT SURCE. MKE TOP O SELER OR CURB SECTION D S LUSH WITH SURCE `/". STNDRD PLN -9. O S..P. 00--0 CP NO. - PVEMENT S CONTRCTION (DESIGN C) ND EXPNSION (DESIGN E) SHEET NO. 0 O SHEETS
KEYWY SEE DETIL OR B LU & LH SEE DETIL OR B TIE BRS / ` '' SEE DETIL C LTU TIE BRS TIE BRS / ` '' SEE DETIL C LKTU TIE BRS KEYWY TIE BRS SEE DETIL C LU BUTTED BUTTED TIEBR TBLE PVEMENT TIEBR SIZE THICKNESS 0-/" NO. 0-/" NO. LL THICKNESS WHEN TYING TO NO. CURB ND GUTTER LENGTH 0" " 0" LONGITUDINL REERENCE, DETIL & SELER SPECIICTION TBLE REERENCE WITHOUT WITH WITH KEYWY DETIL SELER WIDTH TIE BRS TIE BRS & TIE BRS SPEC LU LTU UNSELED /" LH LTH B /" LTU LKTU NONE UNSELED LTH LKTH C /" LU NONE UNSELED LH C /" / ` '' LTU & LTH / ` '' LTH / ` '' LKTH LH THE TIE BR SPCING OR LL LT ND LKT S SHLL BE '-0" CENTER TO CENTER ND BENT 0 S SHOWN, EXCEPT WHEN NOTED OTHERWISE IN THE PLNS. TIE BRS IN THE LT ND LKT S SHLL BE THE SME SIZE ND LENGTH S USED OR THE LT S, WHEN TYING PVEMENT TO PVEMENT. TIE BRS IN THE LKT S SHLL BE NO. X ' - ", WHEN TYING CURB & GUTTER TO PVEMENT. LL TIE BRS SHLL BE EPOXY COTED ND LEGEND L = LONGITUDINL NO. = REERENCE K T U H = PVED CONSTRUCTION = TIED/KEYED CONSTRUCTION = BUTTED CONSTRUCTION = KEYWY = TIE BRS = UNSELED = HOT POURED EXMPLE LKTH COMPLY WITH SPEC. 0. /'' /'' /'' SELER - TOP O SELER LUSH SELER '' MIN. /'' TO - /" BELOW TOP O PVEMENT SURCE BCKER ROD MUST BE /'' WIDER THN D -/" / / / -/" " NORMLLY, TIED PVEMENT WIDTHS SHLL NOT EXCEED OUR LNES, EXCEPT BRIDGE PPROCH PNELS ND PVEMENT /'' TPERS. WIDTH TOLERNCE IS + / IN. TO - / IN. DETIL DETIL B DETIL C SWED & UNSELED SWED & SELED SWED & SELED PVEMENT KEYWY DETIL URNISH ND INSTLL LL SELER IN CCORDNCE WITH THE MNUCTURER'S RECOMMENDTIONS. TIED/KEYED ND BUTTED CONSTRUCTION S SHLL BE UNSELED EXCEPT S OTHERWISE NOTED IN THE PLN OR REQUIRED BY THE ENGINEER. KEYWY DIMENSION TBLE D SEE STNDRD PLNS -9. ND -9.9 OR CONCRETE MINLINE ND RMP PVEMENT. SEE PVING LYOUTS IN THE PLNS OR CLSS DESIGNTIONS TO BE USED ND SPECIL REINORCEMENT REQUIRED. 0::0 M H:\Projecs\09000\90\CD_BIM\Plan\90_spn.dgn LT '-0" '-0" LT PVING DETIL --0 DIRECTOR, OICE O MTERILS ND ROD RESERCH SLBS PVED CONCURENTLY BR POSITION IN IRST SLB 0 0 90 LKT '-0" BR POSITION IN SECOND SLB IRST SLB SECOND SLB LT & LKT TIE BR BENDING ND PVING DETIL L L PVING DETIL IRST SLB SECOND SLB MINNESOT O TRNSPORTTION PVEMENT (TOLERNCE ` /") THICKNESS " NO KEYWY "TO -/" " "TO 0" " 0-/" " KEYWY ( -/" x " x -/") MY BE ORMED WITH MOLD OR METL ORM. OTHER PPROVED KEYWY SHPES GIVING EQUIVLENT CONSTRUCTION ETURES MY BE USED WITH PPROVL O THE ENGINEER. STTE DESIGN ENGINEER --0 WHEN CURB ND GUTTER IS PLCED DJCENT TO CONCRETE MINLINE, THE TIEBRS SHLL BE PLCED MINIMUM O " BOVE THE CURB ND GUTTER GRDE. SEE THE LONGITUDINL REERENCE, DETIL & SELER SPECIICTION TBLE TO DETERMINE DETIL. CONCRETE PVEMENTS LESS THN " SHLL USE LTU ND LTH S UNLESS OTHERWISE LLOWED BY THE ENGINEER. CONCRETE PVEMENTS GRETER THN OR EQUL TO " SHLL USE LKTU ND LKTH S UNLESS OTHERWISE LLOWED BY THE ENGINEER. THE CES SHLL BE CLENED WITH WTER DURING THE SW CUTTING OPERTION OR BY WTER BLSTING TER SWING. THE CES SHLL BE CLENED ND DRIED BY SNDBLSTING ND IR BLSTING. PRIOR TO SELING THE, /" DIMETER CELL BCKER ROD CPBLE O WITHSTNDING SELNT TEMPERTURES O 00 DEGREES. SHLL BE PLCED /" BELOW THE TOP O THE PVEMENT. S..P. 00--0 CP NO. - PVEMENT S LONGITUDINL (DESIGN L) STNDRD PLN -9. O SHEET NO. O SHEETS
......... GENERL INORMTION: TRIC CONTROL NOTES & GUIDELINES LL DEVICES SHLL CONORM TO CURRENT EDITION O THE MN MUTCD IELD MNUL ND SHLL BE PYMENT IN ULL OR THE ENTIRE TIME O THE PROJECT WHICH MY INCLUDE WINTER MINTENNCE. TRIC CONTROL WILL BE PID OR S LUMP SUM ITEM. THE CONTRCTOR SHLL URNISH, INSTLL ND MINTIN THE DEVICES IN THIS TRIC CONTROL PLN UNLESS OTHERWISE NOTED. IELD CONDITIONS MY REQUIRE MODIICTIONS O THIS LYOUT S DEEMED NECESSRY BY THE ENGINEER. LL DISTNCES RE PPROXIMTE. THE CONTRCTOR IS RESPONSIBLE OR PROTECTING NY WORK RES NER TRIC IN CCORDNCE WITH THE MN MUTCD. TRIC CONTROL SIGN PLCEMENT SHLL NOT OBSTRUCT EXISTING SIGNS INTENDED TO REMIN INPLCE OR TRIC DURING CONSTRUCTION. I THE CONTRCTOR DECIDES TO PERORM THE CONSTRUCTION WORK IN SEQUENCE OTHER THN SHOWN IN THIS TRIC CONTROL PLN THE CONTRCTOR SHLL PROVIDE COMPLETE REVISED TRIC CONTROL PLNS TO BE PPROVED BY THE ENGINEER. THE ITEM "TRIC CONTROL" COVERS LL DEVICES SHOWN ON PLN SHEETS ND OTHER SETUPS REQUIRED BY THE CONTRCTOR'S OPERTIONS EXCEPT OR TRIC CONTROL WITH SEPRTE PY ITEMS. THIS SHLL BE CONSIDERED INCIDENTL. TRIC CONTROL DEVICES & SYMBOLS LEGEND SYMBOL DESCRIPTION RE TO TRIC / WORK RE CONSTRUCT UNDER TRIC / WORK RE TRIC CONTROL SIGN.... SIGNING: LL TRIC CONTROL DEVICES, INCLUDING OVERHED SIGNS ON RODS OPEN TO TRIC THT RE NOT CONSISTENT WITH TRIC OPERTION SHLL BE COVERED, REMOVED OR REVISED S DIRECTED BY THE ENGINEER. WHEN SIGNS RE PLCED, THEY SHLL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND T THE PROPER HEIGHT ND LTERL OSET S SHOWN IN THE TYPICL TEMP SIGN RMING & INSTLLTION DETILS IN THE PLN. I THIS IS NOT POSSIBLE THEY WILL BE MOUNTED ON PORTBLE SUPPORTS S PPROVED BY THE ENGINEER. WHEN SIGNS RE REMOVED, THE SIGN POSTS ND STUB POSTS SHLL LSO BE REMOVED ROM THE RIGHT O WY WITHIN TWO () WEEKS. THE CONTRCTOR SHLL BE RESPONSIBLE OR NY EXTR SIGNING NEEDED TO CILITTE TRIC SWITCHES OR OR TRNSITIONING TRIC ROM ONE STGE TO NOTHER. LL ORNGE WRNING ND ORNGE GUIDE SIGNS SHLL BE BRICTED WITH SIGN SHEETING MTERIL S LISTED ON THE MNDOT PPROVED PRODUCT LIST OR "SHEETING OR RIGID TEMPORRY WORK ZONE SIGNS". TYPE III BRRICDE = DRUM-LIKE CHNNELIZER (TYPE B) = CENTER LINE CHNNELIZER TUBE = TRIC LOW RROW.... BRRICDES SHLL BE BRICTED WITH SIGN SHEETING MTERIL S LISTED ON THE MNDOT PPROVED PRODUCT LIST OR BRRICDE SHEETING. NOTE THT STM TYPE VII SHEETING IS NOT LLOWED ON BRRICDES TER JNURY, 00. LONGITUDINL DROPOS SHLL BE SIGNED S SHOWN IN THE "TEMPORRY TRIC CONTROL ZONE LYOUTS" IELD MNUL UNLESS OTHERWISE SPECIIED IN THESE PLNS. THE CONTRCTOR SHLL COORDINTE THE INSTLLTION O THE INL SIGNS TO SSURE THT THE INL SIGNS RE PLCED S NEEDED, OR PROVIDE TEMPORRY SIGNING T THEIR EXPENSE UNTIL THE INL SIGNING IS PLCED. PVEMENT MRKING: OBLITERTE NY CONLICTING PVEMENT MRKINGS S DIRECTED BY THE ENGINEER. LIGNMENT TEMPORRY TRIC CONTROL (-) STTION TO STTION (-) BITUMINOUS PTCH SPECIL " SOLID LINE PRE TPE " BROKEN LINE PRE TPE " DBLE SOLID LINE PRE TPE SQ YD LIN T LIN T LIN T C.S..H. 0+.9 TO 9+. 0 90. PINT, POLYMER LNE TPE ND/OR TRPM'S RE CCEPTBLE TEMPORRY STRIPING LTERNTIVES CCORDING TO CTUL CONDITIONS ENCOUNTERED S DIRECTED BY THE ENGINEER. GENERLLY, ONLY PINT WILL BE USED BEORE MY ST OR WHEN THE OTHER MNUCTURERS' SPECIICTIONS CN NOT BE MET. THE CONTRCTOR MY DECIDE TO USE LTERNTIVE METHODS WITH THE CCEPTNCE O THE IELD ENGINEER.. THE CONTRCTOR SHLL BE RESPONSIBLE OR THE LOCTION ND PLCEMENT O TEMPORRY ND INL STRIPING. PERSONNEL WILL SSIST IN THE SPOTTING O TRNSITION RES, GORES ND TPERS. PROJECT TOTLS 0 90 (-) SEE SHEET & SHEET OR TRIC CONTROL LYOUT. (-) SHLL BE.0" O BITUMINOUS PVEMENT (SPNWC0B) BRRIER & DELINETION: 0::0 M H:\Projecs\09000\90\CD_BIM\Plan\90_cd0.dgn. TOP MOUNTED BRRIER DELINETORS WILL HVE MINIMUM O SQ. IN. O RELECTIVE SURCE RE ND BE PLCED T ' SPCES ON TOP O THE BRRIER WHEN THE BRRIER IS WITHIN 0' O TRIC UNLESS OTHERWISE NOTED OR S DIRECTED BY THE ENGINEER. I THE TRIC ENGINEER REQUIRES SIDE MOUNTED BRRIER DELINETORS, THEY WILL HVE MINIMUM O SQ. IN. O RELECTIVE SURCE RE ND BE PLCED T ' SPCES. I SMLLER PPROVED BRRIER DELINETOR IS USED IT SHLL BE T ONE HL THE SPCING ND ONE HL THE BID PRICE.. BRRIER DELINETORS WILL BE CONSIDERED INCIDENTL. I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_cd0.dgn Dae 0// License # COMM. NO. 90 TRIC CONTROL NOTES ND LEGEND C.S..H. ND TH VE INTERSECTION RECONSTRUCTION SHEET O
STGINGNRRTIVE STGING NRRTIVE PHSE NOTE: THESTGINGNRRTIVE ISPROVIDEDTODESCRIBETHEWORKSHOWNINTHESTGINGNDTRICCONTROLPLNS. CTUL STGINGMYVRY,SUBJECTTOPPROVLBYTHEENGINEER. CONSTRUCTION:. PRIORTOTHESTRTOSTGE,COMPLETIONOSTGE CONSTRUCTIONMUSTBECOMPLETEDTOTHESTISCTIONOTHEENGINEER. PHSE. CONSTRUCTNBLNESONC.S..H.ROMINDUSTRILBLVD S.TOTHVEE. CONSTRUCTION: TRIC:. CONSTRUCTUTILITYCORRIDORORUTILITYRELOCTION, INCLUDINGREQUIREDERTHWORK.. CLOSENBLNESROMVLLEYINDUSTRILBLVD S.TOTHVE E.. BEGINDRINGEPONDCONSTRUCTION, MTERILTOBEUSEDORINTERNTIONLPPERPROPOSEDDRIVEWY.. MINTINROUTESNEEDED.. CONSTRUCTPROPOSEDDRIVEWYORNCHORGLSSOVLLEYINDUSTRILBLVDN.. USESBLNESROMVLLEYINDUSTRILBLVD S.TOTHVE E.TOPROVIDEINTERSECTIONCCESSTOTRVELINGPUBLIC.. CONSTRUCTPROPOSEDDRIVEWYORINTERNTIONLPPEROTHVEE.. PROVIDECCESSTONED'SRM(C.S..H.)NDNCHORGLSSTLLTIMES. TRIC: DRINGE:. PLCERODWORKHEDSIGNS.. CONSTRUCTPROPOSEDDRINGEONTHENBLNESOC.S..H.ROMINDUSTRILBLVD S.TOTHVEE.. MINTINEXISTINGCCESSORDRIVEWYSUNTILPROPOSEDDRIVEWYSRECOMPLETED.. REMOVETEMPORRYDRINGEWHENNOLONGERNEEDED. DRINGE: PHSE. CONSTRUCTTEMPORRYDRINGESNEEDED.. CONSTRUCTPROPOSEDDRINGEONTHEESTSIDEOTHEINTERSECTIONOC.S..H.NDTHVEE. CONSTRUCTION: PHSE. REMOVETEMPORRYPVEMENTROM +.TO+.. CONSTRUCTION:. PRIORTOTHESTRTOSTGE,COMPLETIONOSTGE CONSTRUCTIONMUSTBECOMPLETEDTOTHESTISCTIONOTHEENGINEER.. PRIORTOTHESTRTOSTGE,COMPLETIONOSTGE CONSTRUCTIONMUSTBECOMPLETEDTOTHESTISCTIONOTHEENGINEER.. CONSTRUCTMEDINROM +.TO +... TERPPROVLOPHSE,THETEMPORRYNCHORGLSSDRIVEWYNEEDSTOBECONSTRUCTEDPRIORTOTHESTRTOPHSE.. CLOSEINSIDELNESONB&SBROMTHVEETO C.S..H. 0.. REMOVENDCONSTRUCTBOTHTHENORTHBOUND(NB)NDSOUTHBOUND(SB)LNESONC.S..H.ROMTHVE E.TO C.S..H. 0.. REMOVENDCONSTRUCTTHEINTERSECTIONOC.S..HNDTHVENDTHESBLNESONC.S..H.ROM C.S..H. 0 TOVLLEYINDUSTRILBLVD S.. CONSTRUCTPROPOSEDDRIVEWYORNCHORGLSS.. PLCETEMPORRYPVEMENTORTEMPORRYCROSS-OVERROM +.TO+... TERTHECONSTRUCTIONOPHSE,REMOVETHETEMPORRYNCHORGLSSDRIVEWYPRIORTOSTRTINGPHSE. TRIC: TRIC:. PLCEROUTESIGNSNDCLOSETHEINTERSECTIONOC.S..HNDTHVEORULLRECONSTRUCTION. CLOSELLNBND SBLNESONC.S..H.ROMTHVE E.TO C.S..H.0NDSBLNESROMVLLEYINDUSTRILBLVD S.TOTHVE E.. PROVIDECCESSTONED'SRM(C.S..H.) NDNCHORGLSSTLLTIMES.. TOCILITTECONSTRUCTIONOSTORMSEWERMYREQUIRETHELGGERSTOBEUSEDWITHONELNEOHEDTOHEDTRIC, OLLOWMNDOTMUTCDGUIDELINESTOCILITTECONSTRUCTION.(INCIDENTL). BUSINESSCCESSONLYORNED'SRMNDNCHORGLSSONC.S..H.ROMVLLEYINDUSTRILBLVDS. DRINGE:. CONSTRUCTTEMPORRYDRINGESNEEDED.. CONSTRUCTPROPOSEDDRINGEONBOTHTHENBNDSBLNESOC.S..H.ROMTHVE E.TO C.S..H. 0.. CONSTRUCTPROPOSEDDRINGEONTHESBLNESOC.S..H.ROMINDUSTRILBLVD S.TO C.S..H. 0. ::9 M /9/0 H:\Projecs\09000\90\CD_BIM\Plan\90_cd0.dgn NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_cd0.dgn I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE Dae 0/9/ License # COMM. NO. 90 STGING NRRTIVE C.S..H. ND TH VE INTERSECTION RECONSTRUCTION SHEET O
-0" CSP SR Consuling Group- Digial ile Disclaimer SR CONSULTING GROUP, INC.MKES NO REPRESENTTION OR WRRNTIES, EXPRESS OR IMPLIED, WITH RESPECT TO THE REUSE O THE DT PROVIDED HEREWITH, REGRDLESS O ITS ORMT OR THE MENS O ITS TRNSMISSION. THE DT PROVIDED IS BSED ON DESIGN DRWINGS ND MY NOT RELECT REVISIONS MDE DURING CONSTRUCTION O THIS PROJECT. THERE IS NO GURNTEE OR REPRESENTTION TO THE USER S TO THE CCURCY, CURRENCY, SUITBILTIY, OR RELIBILITY O THIS DT OR NY PURPOSE. THE USER CCEPTS THE DT "S IS", ND SSUMES LL RISKS SSOCITED WITH ITS USE. BY CCEPTNCE O THIS DT, THE USER GREES NOT TO TRNSMIT THIS DT OR PROVIDE CCESS TO IT OR NY PRT O IT TO NOTHER PRTY UNLESS THE USER SHLL INCLUDE WITH THE DT COPY O THIS DISCLIMER. SR CONSULTING GROUP, INC. SSUMES NO RESPONSIBILITY OR CTUL OR CONSEQUENTIL DMGE INCURRED S RESULT O NY USER'S RELINCE ON THIS DT. THESE ILES RE NOT INL ND RE SUBJECT TO CHNGE. C.S..H. C.S..H. 0 TH VE E VLLEY INDUSTRIL BLVD N SHEET VLLEY INDUSTRIL BLVD S VLLEY PRK DR S SHEET C.S..H. SHEET T.H. 9 0 000 000 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_c0.dgn NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_c0.dgn SHEET C.S..H. I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE Dae 0// License # COMM. NO. 90 scale in fee LEGEND RE UNDER CONSTRUCTION PROPOSED ROUTE SHEET TRIC CONTROL PLN - ROUTE C.S..H. ND TH VE O INTERSECTION RECONSTRUCTION
C.S..H. 0 SHENNDOH DR ROD WORK HED CR USE HED C.S..H. END TH VE E ROD HED ROD HED 0::0 M H:\Projecs\09000\90\CD_BIM\Plan\90_c0.dgn NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_c0.dgn I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE Dae 0// License # COMM. NO. 90 0 00 00 scale in fee TRIC CONTROL PLN - ROUTE C.S..H. ND TH VE INTERSECTION RECONSTRUCTION SHEET O
C.S..H 0 00 00 scale in fee T.H. 9 C.S..H. 0::0 M H:\Projecs\09000\90\CD_BIM\Plan\90_c0.dgn NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_c0.dgn I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE Dae 0// License # COMM. NO. 90 TRIC CONTROL PLN - ROUTE C.S..H. ND TH VE INTERSECTION RECONSTRUCTION SHEET O
T.H. 9 INDUSTRIL BLVD S USE ROD WORK HED CR NORTH O VLLEY C.S..H. 0 00 scale in fee 00 END BUSINESS CCESS C.S..H. BUSINESS CCESS ROD WORK HED CR NORTH O VLLEY INDUSTRIL BLVD S USE BUSINESS CCESS ROD WORK HED CR NORTH O VLLEY INDUSTRIL BLVD S NO CCESS TO TH VE E HWY 0 HED ROD HED ROD WORK HED CR NORTH O VLLEY INDUSTRIL BLVD S USE 0::9 M H:\Projecs\09000\90\CD_BIM\Plan\90_c0.dgn NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_c0.dgn I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE Dae 0// License # COMM. NO. 90 TRIC CONTROL PLN - ROUTE C.S..H. ND TH VE INTERSECTION RECONSTRUCTION SHEET O
ROD HED WORK ROD C.S..H. 0 RELECTIVE PLSTIC DRUM (' SPCING) HED CR ROD WORK HED USE ROD WORK HED -0" CSP TURN LNE VLLEY INDUSTRIL BLVD N ROD WORK HED CR USE TH VE E TURN LNE ROD TO THRU TRIC TO THRU TRIC ROD ROD LOCTION TO LOCTION BEGINS MONTH DY NOTE: DVNCED CLOSURE NOTICE SHLL BE INSTLLED 0 DYS PRIOR TO CONSTRUCTION T PROJECT LIMITS. ROD C.S..H ROD TO THRU TRIC 0 00 scale in fee 00 PROJECT UPDTE (PROJECT WEBSITE) NOTE: PROJECT UPDTE SHLL BE INSTLLED T CONSTRUCTION LIMITS THROUGH DURTION O PROJECT. VLLEY INDUSTRIL BLVD S RELECTIVE PLSTIC DRUM (' SPCING) LET LNE LET 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_c0.dgn NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_c0.dgn I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE Dae 0// License # COMM. NO. 90 LNE ROD WORK HED ROD HED CCESS TO NED'S RM & NCHOR GLSS ONLY TRIC CONTROL PLN - ROUTE C.S..H. ND TH VE INTERSECTION RECONSTRUCTION SHEET O
SEE SHEET NO. 0 0 00 scale in fee 0,000,00 BEGIN S..P. 00--0 PROJ. NO. CP- { N.B. C.S..H. <NB> ST. 0+.9 { S.B. C.S..H. 00 00 VLLEY INDUSTRIL BLVD S 0 0 CCESS MINTINED T LL TIMES { N.B. C.S..H. LEGEND PERMNENT CONSTRUCTION CONSTRUCT UNDER TRIC TEMPORRY CONSTRUCTION SUBSTNTILLY COMPLETE MTCH LINE ST. 0+00.00 0 0 0 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_c0.dgn NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_c0.dgn,00 0,00 I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE Dae 0// License # COMM. NO. 90,000 0,00 RELECTIVE PLSTIC DRUM (' SPCING UNLESS NOTED OTHERWISE) TUBE DELINETOR (' SPCEING UNLESS NOTED OTHERWISE) TYPE "C" SIGN TYPE III BRRICDE LOW INTENSITY LSHER, TYPE DIRECTION O TRIC LNE TRIC CONTROL PLN - STGE C.S..H. ND TH VE INTERSECTION RECONSTRUCTION SHEET 9 O
{ IP DRIVEWY MTCH LINE ST. +. SEE SHEET NO. LEGEND PERMNENT CONSTRUCTION CONSTRUCT UNDER TRIC TEMPORRY CONSTRUCTION SUBSTNTILLY COMPLETE RELECTIVE PLSTIC DRUM (' SPCING UNLESS NOTED OTHERWISE) TUBE DELINETOR (' SPCEING UNLESS NOTED OTHERWISE) 0 0 00 MTCH LINE ST. 0+00.00 SEE SHEET NO. 9 ROD WORK HED TH VE E 9,000 0,000 0 0 CCESS MINTINED T LL TIMES DURING STGE 9 { IP DRIVEWY STGE CCESS MINTINED T LL TIMES DURING STGE CCESS MINTINED T LL TIMES DURING TYPE "C" SIGN TYPE III BRRICDE LOW INTENSITY LSHER, TYPE DIRECTION O TRIC LNE { S.B. C.S..H. 9,00 0,000 0 0 C.S..H. 0 scale in fee 0,000 0,000 0:: M H:\Projecs\09000\90\CD_BIM\Plan\90_c0.dgn { N.B. C.S..H. { TH VE E NO DTE BY CKD PPR REVISION...\CD_BIM\Plan\90_c0.dgn { VLLEY INDUSTRIL BLVD. N 9,000 0,00 VLLEY INDUSTRIL BLVD N I hereby cerify ha his plan, specificaion, or repor S..P. 00--0 DRWN BY was prepared by me or under my direc supervision and PROJECT NO. H. URN ha I am a duly Licensed Professional Engineer under - he laws of he Sae of Minnesoa. DESIGNED BY Prin Name: KEVIN LaRUE K. MUELLER CHECKED BY K. LRUE Dae 0// License # COMM. NO. 90 END (C.S..H. ) S..P. 00--0 PROJ. NO. CP- { N.B. C.S..H. <NB> ST. 9+. { N.B. C.S..H. REE RIGHT TRIC CONTROL PLN - STGE C.S..H. ND TH VE INTERSECTION RECONSTRUCTION 0,000 0,00 SHEET 0 O